Research Article
Optimal Reservoir of Small Reservoirs by Optimization Techniques on Reservoir Simulation Model
Table 5
Situations of water shortage and excess release of the Huay Sabag reservoir using historic inflow of 22 years (increasing 30% of water demand).
| | Situations | Rule curves | Frequency (times/year) | Volume (million cubic meter) | Time period (year) | | Average | Maximum | Average | Maximum |
| | Shortage | RC1-Existing | 0.955 | 1.909 | 2.000 | 21.000 | 21.000 | | RC2-GA | 1.000 | 3.000 | 3.000 | 22.000 | 22.000 | | RC3-FA | 1.000 | 3.000 | 3.000 | 22.000 | 22.000 | | RC4-BA | 1.000 | 3.000 | 3.000 | 22.000 | 22.000 | | RC5-FPA | 1.000 | 2.955 | 3.000 | 22.000 | 22.000 | | RC6-TA | 1.000 | 3.000 | 3.000 | 22.000 | 22.000 |
| | Excess water | RC1-Existing | 1.000 | 3.338 | 3.338 | 22.000 | 22.000 | | RC2-GA | 1.000 | 2.638 | 2.638 | 22.000 | 22.000 | | RC3-FA | 1.000 | 2.638 | 2.638 | 22.000 | 22.000 | | RC4-BA | 1.000 | 2.638 | 2.638 | 22.000 | 22.000 | | RC5-FPA | 1.000 | 2.638 | 2.638 | 22.000 | 22.000 | | RC6-TA | 1.000 | 2.638 | 2.638 | 22.000 | 22.000 |
|
|
